| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| ALUM-K-04 | SUMINISTRO Y COLOCACION DE CANCELERIA DE ALUMINIO DE 2.95 * 1.60 INCLUYE DOS FIJOS , DOS DE 1.00 * 1.025 Y DOS ANTEPECHOS, DE 1.025 *.60 Y UNA PUERTAS DE 0.90 * 2.10 INCLUYE PIVOTE DESENTRADO CHAPA Y TOPE PARA PUERTA Y TODO LO NECESARIO OPARA SU CORRECTA EJECUCION Y FUNCIONAMIENTO SEGUN CROQUIS K-04 | PZA |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| B3-001NAT | CANAL BOLSA 3" NAT. | tmo | 1.906310 | $180.00 | $343.14 |
| B3-005NAT | TAPA BOLSA 3" NAT. | tmo | 0.953160 | $103.05 | $98.22 |
| B3-003NAT | ESCALONADO 3" NAT. | tmo | 0.953160 | $163.30 | $155.65 |
| B3-004NAT | JUNQUILLO PARA ESC. 3" NAT. | tmo | 0.953160 | $52.87 | $50.39 |
| B3-006NAT | TAPA LISA 3" NAT. | tmo | 0.162040 | $64.75 | $10.49 |
| PB-001NAT | CERCO PUERTA 1 3/4" NAT. | tmo | 0.953160 | $118.85 | $113.28 |
| PB-003NAT | ZOCLO PUERTA 1 3/4" NAT. | tmo | 0.162040 | $248.39 | $40.25 |
| PB-004NAT | CABEZAL PUERTA 1 3/4" NAT. | tmo | 0.162040 | $164.79 | $26.70 |
| PB-006NAT | JUNQUILLO PUERTA 1 3/4" NAT. | tmo | 2.382890 | $34.79 | $82.90 |
| TENS-3/8X1 | TENSOR 3/8" X 1.00 M. | pza | 1.906310 | $8.70 | $16.58 |
| CHAPHI-01 | CHAPA PHILLIPS 590 | pza | 0.953160 | $146.09 | $139.25 |
| FELGRIS | FELPA GRIS | m | 5.718930 | $0.75 | $4.29 |
| TOPEBAT3/4 | TOPE BATIENTE 3/4" NAT. | tmo | 0.953160 | $34.57 | $32.95 |
| TOR2X10 | TORNILLO 2" X 10 | pza | 9.531550 | $0.30 | $2.86 |
| TOR-3 | TORNILLO DE 3 X 10 | pza | 15.250470 | $0.45 | $6.86 |
| TAQPLAS | TAQUETE DE PLASTICO 1/4" | pza | 15.250470 | $0.18 | $2.75 |
| PIJA1X10 | PIJA 1 X 10 | pza | 41.938800 | $0.25 | $10.48 |
| AN-005 | ANGULO 1.5" X 1/8" X 3.66 MTS. NAT. | tmo | 0.076250 | $82.78 | $6.31 |
| PIJA2X10 | PIJA 2 X 10 | pza | 11.437850 | $0.75 | $8.58 |
| SELLACRI | SELLADOR ACRILICO | pza | 1.429730 | $11.60 | $16.58 |
| Suma de Material | $1,168.53 | ||||
| Mano de Obra | |||||
| JOGP041 | Cuadrilla de alumineros. Incluye : aluminero, ayudante y herramienta. | jor | 1.423710 | $456.21 | $649.51 |
| Suma de Mano de Obra | $649.51 | ||||
| Costo Directo | $1,818.04 |